Ocean Forest Drive West 2313 (3) #
AD J:DDj—A. J—sw j JNN
3D D ED P TN<
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2313 OCEANFOREST DRIVE W ,
OCEAN WALK
ATLANTIC BEACH , FLOR DA
PER �MIT BID ISSUE
DATED : NOVEMBER 19 ) 99 RECEIVED
DEC 2 0 1999
City of Atlantic Beach
PROJECT NUMBER : 9909 - 01 Building and ZonIng
0 ME ENE ME% J%
B R U C E T E R R E L L
A R C H I T E C T S I N C
L
PROJWT DATA MEX TO DRKAWOS
7563 PHILLIPS HIGHWAY
B U I L D I N G 5 0 0 SITE INFORMATION BUILDING INFORMATION ARCHITECTURAL DRAWINGS
J A C K S 0 N V I L L Es F L 3 2 2 5 6 ZONING RESIDENTIAL PERMIT AGENCY CITY OF ATLANTIC BEACH AO.1 COVER SHEET
SITE AREA 15,300 S.F. GROSS AREA (ADDITION) 491 S.F. A1 .0 SITE PLAN
(9 0 4) 2 9 6 5 7 0 1 BUILDING AREA (EXISTING) 3,125 S.F. (2—STORY) CLEAR HEIGHT 14 P-0
FAX (904) 296 - 6 1 0 2 BUILDING AREA (ADDITION) 491 .4 S.F. CODE STANDARD BUILDING CODE ELECTRICAL DRAWINGS
E1 .0 ELECTRICAL FLOOR PLAN; DETAILS; PANEL SCHEDULE
OCCUPANCY SINGLE FAMILY RESIDENCE
CP
CD CONSTRUCTION TYPE TYPE A COMBUSTIBLE,
(h NON—SPRINKLERED
Ll LANDSCAPE PLAN AND DETAILS
Al .1 FLOOR PLAN
cli
AP Tic B
y O�F�TRL�0�" E. EACH
13UIL,
cn A-5 EXTERIOR ELEVATIONS
A-6 EXTERIOR ELEVATIONS IDF–C, 2
CD
r,n
U-) A3. 1 WALL SECTIONS
+
A3.2 WALL SECTIONS
C--
ro
A5.1 REFLECTED CEILING PLAN
cn A6.1 ROOF PLAN
C)
M
Co
A7.1 DOOR AND FINISH SCHEDULES
A8.1 EXTERIOR DETAILS 23 /3 Oc,64-,�,Iroccs7- 7,e, VA/
A8.2 EXTERIOR DETAILS
LO
Sl .l FOUNDATION AND FLOOR FRAMING PLAN
UL S1 .2 ROOF FRAMING PLAN
ro
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ro
LOT 5
SUBDIVISION- OCEANWALK UNI,r 3
PLAT DOOK : 42 I.: PAGE (S) : 74A-C 0 No
ADDRESS : JACKSONVILLE FL A,rLANTic BEAC
IN NAME OF : SAME B R U E - T E R R E L L
A R C H I T V 0 T S 1 N C
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J A C K S 0 N V I L L E , F L 3 2 2 1 6
9 0 4 ) 2 9 6 - 5 7 0 1
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iq,
q0" 56 Project Number
CLEARING AND GRUBBING eABJ1ffiEE_E9MLMQN GENERAL SITEWORK N_QTES*
SECTION 02100 9 t��-`27r
k General: Remove trees, shrubs, grass and other vegetation, A Contractor shall employ an independent testing laboratory to 0.0), -
improvements or obstruction interfering with Installation of new i
PABT AF-QENERAL construction. Remove such items elsewhere on site or promises as perform geotechnical analysis providing a mininIUM of one FlaP �__z �_x 9 7S
specifically indicated. Removal includes digging out stumps and roots to twenty (20) feet deep penetration borings and three (3) hand -0 1- To 9108:--05
augers as required to accomplish the following criteria at the new
1.01 DESCRIPTICN at least 18 inches below grade. construction areas: ��O F
rf 5-- _-,
Description of Work: This section includes all labor, materials and Carefully and cleanly cut roots and branches of trees indicated to Y
A. of 3,000 P.S,f. :)8
equipment required to complete all site clearing, stripping and be left sta nding, where such roots and branches obstruct new 1 Verify an allowable soil bearing pressure < 0
3� 0 0 t�I\J 0\V11\e,12
construction.
grubbing operations as set forth on the drawings and specified herein. 2, Recommend groundwater control measures to maintain 0 PA H,
Work includes but is not limited to the following: Topsoil: Topsoil is defined as friable clay loam surface soil found in groundwater at least two (2) feet below the deepest over- N1 120(�V,:�ALT F It-4:`jO 7
+
B. onably free of excavation level at all times.
0c This Drawing is an instrument of Service and
2. Stripping and removal or stockpiling topsoil. subsoil, clay lumps, stones and other objects over 2
1 Site Clearing. depth of not less than 6". Satisfactory topsoil is reas
' in diameter, and Recommend removal of fubble/debris, unsuitable soils and 14 OAK
3. Grubbing and removal of vegetation within limits of clearing. without weeds, roots and other objectionable material. 3. organic materials to a depth of a least two (2) feet below OA K—1 the Property of Bruce-Terrell Architects, Inc.
4. Tree removal within limits shown on the drawings. footing bearing level. It is furnished for Contract Document purposes
5. Protection of existing trees to remain. I Strip topsoil to whatever depths encountered in a manner to of the modified. -7,G 01
prevent intermingling with underlying subsoil or other 4. Verify :ompaction to densities of at least 95% -, r 0 only, and any use or reproduction without the
6. Protection of streets, roads, adjacent property and other proctor by vibratory sled or roller. rr!E
facilities to remain. objectionable material, 4;F_JL-�A(_K expressed written permission of this Corporation
7. Disposal of all cleared materials.
8. Disposal of all grubbed materials. 2. Remove heavy growths of grass from areas before stripping. Architect shall be provided a copy of this report for review prior to, is prohibited. All rights of design and invention
commencement of new construction. are expressly reserved.
JOB CONDITIONS: 3. Where trees are indicated to be left standing, stop topsoil ew construction OAK r3 �v\
1.02 stripping a sufficient distance to prevent damage to main root B. All new utility services shall be brought to n 0 \Q
A Traffic: Conduct site clearing operations to ensure minimum system. underground. OAV
Do not close or obstruct street or 0 A
Interference with vehicle traffic. ission from authorities
other occupied or used facilities without Perm 4. Stockpile topsoil in storage pilles so as not to interfere with new
having jurisdiction. work. .40'
B. Protection of Existing Improvements: Provide protections necessary to 5. Dispose of unsuitable or exces;s topsoil same as waste material,
prevent damage to existing improvements indicated to remain in place. herein specified. Revisions
to
1 Protect improvements on adjoining properties and on Owners ss;es,trees and vegetation from areas 1-21 [�I�HAW
a Removal of Vegetation: Remove gra
property. of construction, grading, filling, and site work, Remove trees indicated 99
on site plan; protect trees and natural plants that are not shown to be
2, Restore damaged improvements totheir original condition, as removed. w s i;,- T U E�- 0_,-JT�, 14 -
acceptable to parties having jurisdiction. I. Strip grass, mulch other orgainic materials, and major root 12,D'
N
C. Protection of Existing Trees and Vegetation: Protect existing trees and system to a depth of about 6 inches. 4- H 0
other vegetation indicated to remain in place, against unnecessary ic materials, that are 4/11- 19-9��
cutting, breaking or skinning of roots, skinning and bruising of bark, 2. Remove pockets of unstable soils or organ nd extensive pockets t F12-10R. To V4,-�-, laet-�VAI� 0 11 -7 )
smothering of trees by stockpiling construction materials or excavated nominal and incidental to cleairing. Large a C-51
materials within drop line, excess foot or vehicular traffic, or parking shall be referred to the Archlitect for further instructions. A1lZWIT6(,r Gi%_� W^k�--THiJ.L) GI-1 r Pa L,E
SrIAL-L.-rAQp . NL2 P(�OTe6r
of vehicles within drip line. Provide temporary guards to protect trees pnession, holes and other I _ A
and vegetation to be left standing. D. Depressions and Irregularities: De left open. Pill and lP[-_NT'IFIW 0U9JN(-2ALL. c_-',iTeY\/0;ZK 0
irregularities that are incidental to cl(earing shall be -rzy 1z F_H A I Q I fz E Af[2 12"1-1 T*
D. Comply with all requirements of Municipal Ordinance, concerning tree coTnpraCfforHs---speci fied '.in Geeli0i 912290 P f-,rZAT Q9 s4l�,
protection (latest edition). LL_ �_ it-40ICo0\T1:_-0 5HALA� 0 0
E. Disposal of Waste Materials: V�,�ZWIE-,O YVM�Z/,01'1��T PR��IZ 1-0 of] W4 T P_ LT P-1:;�
PART TWQ-PBODIJQTS I Burning: Burning is not perrrnitted on owner's property. Rcdekt Date
Not applicable to work of this section. 5H^" MA_rOki A Fo Y1,e1T I-:�Z \/A 11 -21 -91
2. Disposal of Waste Material: Remove waste materials and (�oN,-�;,Ti2jj6rlokl AN0 Ati,�v�/ AL)I'o ----------------- I V \ \
unsuitable and excess topsoil from Owners property and P-fllvr�� T'O 51�012L�_TO WEc,7 L)6_1 T (5 A 6 1. 1 10 1-1 0--)x Sheei
cv- E��
dispose of off-site in legal manner
-1
EX 1,9T H/-\I 1,10,9X
A - i
SITE PLAN 12 G C-� C r N I)I T 10 N j5-rok,-)
SCALE: 1" 10' 49 1 5G r,',r NCVV CA13ANA
_7
PLANT SCHEDULE AND' NOTES
7 ILEX VOHITORXA YAUPON HOLLY 4f-5#
v 60 AGAPANTHUS ORIENTALIS LILY OF THE NILE I GALLON
GIANT BORDER GRASS I GALLON
14
v,__VA'1 66 AZALEA INOICA AZALEA 10"-24 65 LIRIOPE EVERGREEN GIANT WAX 11YRTLE
AZALEA RED RUFFLE RED RUFFLE AZALEA 1511-181, 4 HYRICA CERIFERA s on man ah m%
37 CYRTOMIUM FALCATUM. HOLLY FERN I GALLON 14 PITTOSPORUM TOBIRA GREEN PITTOSPORUH 113"-24
PITTOSPORUM TOBIRA VARIEGATA VARI�GATED, PITTOSPORUM 10*'-24"
4 CYCAS REVOLUTA SAGO 15"-18" SPRO 14
T E
SAGO 10"-24" SPRO 16 RAPHIOLEPIS INDICA INDIAN HAWTHORN B R U C E R R E L L
CYCA$ REVOLUTA
2 1B -24
3 RAPHIQLEPIS MAJESTIC BEAUTY MAJESTIC BEAUTY 24"-30" 11 VIBURNUM SUSPENSUM 10 RNUM
HEDERA CANARIENSIS ALGERIAN 10 ROOTED CUTTINGS
70 HEMEROCALLIS SPP DAYLILY I GALLON
LAWN AREAS TO BE ST. AUGU
STINE FLO�.ATAH SOD.
NATURAL AREAS & EXISTING ,VEGETATION TO BE PINESTRAW.
BED AREAS TO BE CYPRESS HULCH.
4 MYRICA CERIFERA VEGET�TION TO REMAIN
EXISTING QEGETA!IdNT0 REMAIN.- EXISTING
4 ILEX VOMITOOIA 0 0 L
0
ILEX VOMITORIA
v 0
�1 4 AZALEA INDIC4
_J P AZALEA iNU16�.
10 AZALEA INDICA
B L V D
L-(XA TLI THU�.,ORIENTALIS . - . I -��l �"f",
J 4 2 1 5 S 0 U T H P 0 1 N T
AGAPAN
S U I T 1 1 6 0
CYRIOMIUM FALCATUM
J A C K S 0 N V I L L I , f L 3 2 2 1 6
27-YILMEROCALLIS
9 0 4 ) 2 9 6 - 5 7 0 1
N rAA/ CtNe` fR-UC1 9N
F A X 9 0 4 1 2 9 6 - 6 1 0 2
100 DWARF CONF JASMINE OR ALGERIAN IVY a
4
------- 6 AZALEA INDICA ' LAWN,
Z5
..CYRTOMIUM FALCATUM
g2 HEMEROCALLIS
6 AZALEA INDICA
14 PITTOSPORUM VARIEGATED 4
XISTING TREES SE E S I-T E
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MIKE DONNELL L A # 1363
IRRIGA11ON P LAN
.9 PITTOSPORUM TOBIRA
SCALE 1 1 U 0,0.;.
�1001) DEeK
PATIO
8 AZA4EA INDICA
al
Ar/j Clem 13
5 AZALEA INDICA
5 VIBURNUM SUSPENSUM'��
qBURNUh SUSPE N.SUM
THE
6 AZALEA RED RUFFLE-.
VV BRUCE
8 AZA EA RED RUFFLE RESIDENCE
3 CYCAS REVOLUTA
Proje(t Number
5�A" f3l�,
11' HEMEROCALLIS
9108-05
3 MAJESTIC BEAUTY YCAS REVOLUTA� ANNUALS
' 15 LIRIOPE EVERGREEN GIANT
— 5 PITTOS.PORUM TOBIRA 30 AGAPANTHUS ORIENTAL�,S LAWN oc This Drawing Is an Instrument 4 Service and
the Properly of Bruce-Terrell Architects, Inc.
It is furnished for (onlroa Document purposei
EXISTING VEGETATION TO REMAIN, only, and any use or reproduction without the
LAWN expressed written permission of Ibis (orporallon
25 LIRIOP EVEkGREEN GIANT Is prohibited. All rights of design and Invention
are expressly reserved.
VIL/1 7- 7 AZALEA INDICA
Tj
EXISTIN TREES (SEE SITE LAN
H OLEPIS INDICA
16 RAP
+4
6� Revisions
.717
10, HEMPROCI)LLIS
01
LAWN '�AWN Z
t
wt_
I R R I G A T 1 0 N S C H E D U L E 100 DWARF CONF JASMINE OR ALGERIAN IVY
QTR 25 LIRIOPE EWERGREEN GIANT
0 A TORO 570 15'
B TORO 570 - 41X 301 SST
C TORO 570 - 151 - HALF SIDEWALK
TORO 570 - 91X 10' SST HEAD TYPE & PATTERN TO
E TORO 570 - 41X 241 EST HATCH LANDSCAPE LAYOUT
S
F TORO 570 - 151 THREE QTR 101 DENOTES 101 RADIU Date
G TORO 570 - 151 270 0
7
il 7 - 1 - 92 .
(D It TORO $600 - 5.0 NOZZLE FC OR.PC
PRELIMINARY LAN
Sheet
I- ELECTRIC VALVE, TORO OR EQUAL.
6 STATION CONTROLLER, TORO OR EQUAL. ACTUAL CALE I .110111�1 0 NORTH,
LOCATION TO BE DETERMINED BY THE ARCHITECT.
U-1
WATER %SOURCE TO BE A WATER METER, INSTALLED BY OTHERS,
07
THAT WILL PRODUCE A MINIMUM OF 25-30 GPM 0 50-60 PSI.
SLEEVING TO BE SCHEDULE #40 AS INDICATED ON DRAWI
NG.
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B R U C E T E R R E L L
A R 0 H I T E 0 T S I N 0
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DOORS
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FIXED
c� WALL BAT FAX (904) 295 - 51 0 2
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NEW BEAM ADDITIONS
CLIT6,AN D OVER
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FIN. WRAP
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on C> 104
Al
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EXISTING VERIFY-IN-FIELD
DECK T
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CORNER
3. 11
L.FuAL N EW
4
HEIGHT
a ck1_ - CANVAS
SHELVING
AREFULLY REMOVE
DECK AS NEEDED
STORAGE
FULL HT. FO R NEW PORCH PORCH G,C,P,T.
TOWEL a FOUNDATION 4X4 2313 OCEANFOREST DRIVE W.
COATI STORAGE BREA FAST STRUCT. T�
-,. 1 — OCEAN WALK
T_
SHELVING NOCK EXISTING POSTS
DECK ATLANTIC BEACH, FLORIDA
Ifo E 112 CO C L. C6L.
Project Number
1,-6w V-60 1, 6 0
10 7 -------2 9909-01
00 EXISTING CHIMNEY
TO REMAIN
r4 EXISTING
�A3. 17 PATIO TO
REMAIN
9#-60
NOTE: ALIGN C,L.
VERIFY-IN-FIELD OF NEW POSTS
WITH C.L. OF
B EXISTING PIERS Onh NawN is an k&ument of Savh ax!
EXISTING 0* PMpffty of 13ruce—Tarell fthbcta, IM
it is fumWW for Conhad Dmmwt pwp*m
RESIDENCE only, and any = or mpwkxft oftout ft
F,_0 87 ex"ad w&m "mWan of this CorpmtW
W phiMmI. All dghts.of dWp and kw4m
am exKmlyl mewul.
PERMIT/BID ISSUE
Revisions
_j
NORTH
Date
FIRST FLOOR PLAN
11 /19/99
Sheet
1/41*
EXISTING RESIDENCE 3,125 S.F.
CABANA STRUCTURE 491.4 G.S.F.
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1-i 1 0( This Drawing is an instrument of Service and
J., the Property of Bruce-Terrell Architects, Inc.
NI Z=_
0 It is furnished for Contract Document purposes
ILL.
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r only, and any use or reproduction without the
- ---------
expressed written permission of this Corporation
A/F_�ATk 8,
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are express y reserve
ST012.A(�L F� U I LO
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Date
Ale 11 -21 -91
ELEVATIONS Sheet
SCALE : 1/4 " 1'- 0"
rc 02_1�41k:; 11
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11 OVO P-,A PATTE�.r464 TYP
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W ki 1rC_1 V1_')PTP%P1 ---------
-ryp.
(0 This Drawing is an instrument of Service and
the Property of Bruce-Terrell Architects, Inc.
E05 .............
:::-I if I It is furnished for (ontract Document purposes
only, and any use or reproduction without the
expressed written permission of this (orporation
is prohibited. All rights of design and invention
are expressly reserved.
P, ------
Tin L I
I LY
L7 Revisions
__F T
Loi
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L
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A
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Is f4 6 r_1_ 4S.10 NORTH ELEVATION
C -r 9�A,'��I�'-
ok��, H 1�1? Date
11 -21 -91
ELEVATIONS Sheet
A'rl
SCALE - 1/4" 1 ' 0"
A- 6
A.
L
_J
F_
on MEN 0.%
B R U C E T E R R E LL
A R C H I T E 0 T 5 1 N 0
0 0
7563 PHILLIPS HIGHWAY
8 U I L D I N G 5 0 0
J A C K S 0 N V I L L I, F L 3 2 2 5 6
40—YR. ARCHITECTURAL 40—YR. ARCHITECTURAL (9 0 4) 2 9 6 — 5 7 0 1
ROOF SHINGLES OVER ROOF SHINGLES OVER FAX (904) 296 - 6102
30# FELT TO MATCH 30# FELT TO MATCH
EXISTING STYLE/COLOR EXISTING STYLE/COLOR
PRE—ENGINEERED TRUSS 2 X 8 RAFTERS AT 24"
THIS AREA (OR CONV. 24" O.C., TYP. FRAMING
FRAMING TO MATCH)
R-19 BATT INSULATION
1/2" CDX ROOF IN ROOF, TYP.
SHEATHING, TYP.
2
Sim.
SIM.
PROVIDE SEMCO TPPG PROVIDE SEMCO TPPG
(OR EQ.) HURRICANE (OR EQ.) HURRICANE
CLIP EA, TRUSS, TYP.
CLIP EA. TRUSS, TYP.
TOP PLATE
SEE STRUCTURAL SHEETS
AND DETAILS ON S1.2
FOR 470 STL. PIPE FRAME MILLWORK DESIGN BY
R-19 BATT INSULATION
AND RAFTER DETAILING, --------
IN ROOF, TYP. SUBCONTRACTOR, TYP, BRUCE
TYP.
2 X 4 WALL FRAMING,
2 X 4 WALL FRAMING, RESIDENCE
16" O.C. AT ALL WALLS, SEE ARCHITECTURAL 16" O.C. AT ALL WALLS,
TYP. SHEETS A3.2 AND A8.1 TYP.
FOR ADDITIONAL INFO. ADDITIONS
R-13 BATT INSULATION R-13 BATT INSULATION
AT ALL WALLS, TYP. 16" DIA. CONC. COLUMNS, AT ALL WALLS, TYP
REINFORCE PER SHT.
PLYWOOD
1/2
SHEATHING, TYP.
CEDAR SHINGLE SIDING
OVER 30 # FELT, TYP.
4" THK. REINFORCED
2313 OCEANFOREST DRIVE W.
CONC. MONOLITHIC S.O.G.
OVER 6 MIL DAMP CHECK OCEAN WALK
MEMBRANE OVER
7
COMPACTED STRUCTURAL L ATLANTIC BEACH, FLORIDA
FILL, TYP.
4" THK. REINFORCED 9
CONC. MONOLITHIC S.O.G. SEE DETAIL(S) FOR
p SEE DETAIL(S) FOR OVER 6 MIL DAMP CHECK P. FOUNDATION, SILL, Project Number
FOUNDATION, SILL, MEMBRANE OVER
A.B. DESIGN, TYP. 9909-01
A.B. DESIGN, TYP. COMPACTED STRUCTURAL
FILL, TYP.
EXISTING F.F. 0'-0" Alt-,
N EW F.F. 0'—4
MI'Mis DvMng is an ln*wwA of &rf;m and
ffm ftop" of &=7Tw*I fthbct% Inc.
It is fuffi*W for Co*ad Dowment purpDm
a*, and any Lw or mpmdudw OMA ft
CD
eqmmw when penw= of ft capomum
------ is prohbiteid. All dghtB.of d*n and invenft
wqr=* reservid.
�6
CD PERMIT/BID ISSUE
Revisions
Cn
7
LJ
4-)
U
M
Date
r4 WALL SECTION @ STORAGE #105 1"'�3 WALL SECTION @ CABANA #101 WALL SECTION @ #101 /102 WALL SECTION (P' SHOWER #103 11 /19/99
A3. Sheet
4-J 0- 3/4" V-0.1
3/4" 1'-0"
LL_
C3
C_ All
ENE
B R U C E T E R R E L L
A R C H I T E 0 T S I N 0
NOTE: SEE STRUCTURAL
DRAWING SHEET S1.2
FOR ADDITIONAL FRAMING
DETAILS THIS AREA
TOP OF TRUNCATED
STEEL PIPE FRAME
PIPE FRAME
R-19 BATT INSULATION
0 IN ROOF, TYP.
r7
V-JOINT 1X6 CEILING
ON SLOPE - STAIN/
CLEAR 7563 PHILLIPS HIGHWAY
BUILD ING 500
2 X 8 RAFTERS 0 2'-0"
TIED TO PLATE W/ L L E� F L 3 2 2 5 6
.......................... FRAMING ANCHORS - 5 7 0 1
(9 0 4) 2 9 6
EYEBROW OVERHANG- FAX (904) 296 - 6102
SHINGLES 0
Sim. r8
DOUBLE 2 X 4 TOP SOFFIT TRIM CONTINUES
PLATE, TYP.
ACROSS
MTL. DRIP FLASHING
1/2" ABOVE F.r.
TOP P E ELEV.
1/2" PLYWOOD ELEV. 7J-4" ' OVE F.F.
7'-4" ABOVE F.F.
SHEATHING, TYP.
2 X 4 WALL FRAMING, FASCIA TRIM
16" O.C. AT ALL WALL ,
TYP. SPA/RAISED DECK NOT
SHOWN FOR CLARITY
R-13 BATT INSULATION 13RUCE
AT ALL WALLS, TYP. BUILDING FACE BEYOND
FIXED GLASS 16" DIA_ CONCRETE RESIDENCE
COLUMNS, REINFORCE
CEDAR SHINGLE SIDING PER SHEET S1.2 ADDITIONS
OVER 30 # FELT, TYP.
4" THK. REINFORCED
CONC. MONOLITHIC S.O.G.
OVER 6 MIL DAMP CHECK
MEMBRANE OVER
COMPACTED STRUCTURAL
rl 2� FILL, TYP.
RECESS TRACK INTO
G.C,P.T. POSTS
SLAB SEE PLAN
P.T. 2 X 4 BASE
P i T' WD. STEP TREADS 2313 OCEANFOREST DRIVE W.
PLATE, W/ A.B. AT
0 F 2 X 6'S
OCEAN WALK
32" O.C.
GRAVEL AT DRAINAGE ATLANTIC BEACH, FLORIDA
BRICK POOL -DECK
Project Number
OL NEW F.F. -0'-4" COMPACTED SUB-BASE
9909-
-----------
ELEV. .-l'-4" (VERIFY)
J..
_J 0
Oft Drawirq 13 an instrumarrt of SwAce aW
the Property of Bruce—Terrell Arcliftects, Inc.
R is furnished for Contact Document purposes
only, and any use or Iceproduction ~ the
expressed writben permissim of thW Corporation
ed. All r�hts.of dmkp wW
is pr0ibit
are eWm* remved.
PERMIT/BID ISSUE
ReMons
D ite
QQ CROSS SECTION @ CABANA # 101 1(1 /19/99
CROSS SECTION 1@1 GLM�&a Sheet
0'.
3�/4
A3. 2
ME Eno
B R U C E T E R R E L L
A R C H I T E 0 T S I N 0
LINES OF
WALLS BELOW
CEILING
TRIM STRIPS
HIP / RIDGE
V--JOINT lX6 WD.
7563 PHILLIPS HIGHWAY
CEILING—
STAIN / CLEAR B U I L 0 1 N G 5 0 0
JACKSONVILLE. FL 32258
(9 0 4) 2 9 6 — 5 7 0 1
NEW FAX (904) 296 - 6102
CANVAS
AWNING
GLASS
CORNER
TOP OF TRUNCATED
PIPE PYRAMID
EYEBROW
FASCIA
CL(,. FAN
SOFFIT TRIM CONTINUES ACPI-%SS
1 X8 TRIM
BAND
V—JOINT lX6
WC). CEILING —
STAIN // CLEAR
BRUCE
CAST —PLACE- FULL HT CONCFETE
CO COLUMNS CABtNET
COLUMNS
RESIDENCE
VCAS� CPUI
CO OLU
SOFFIT
WOOD TRIM
NEW WOOD "I ADDITIONS
PORCH BEAM�'
NEVi Fit�,,
CC WD COLS.
T— T
10" 7'-0' 9'-7"
FULL HT.
GLASS SHELVES
CORNER
NEW
CANVAS
AWNING
ON PIPE FRAME
FULL HT- FORC H
TOWEL 2313 OCEANFOREST DRIVE W.
STORAGE BREA FAST Ic
SHELVING N( CK OCEAN WALK
ATLANTIC BEACH, FLORIDA
JJ
�Lo
Project Number
SURF, MTD.
FLUOR- LT-
9909-01
PTD- 'I X2 CHIMNE
TRIM TO FEMAIN
STRIPS
NE'V/
P'rD. C/D V—-T ! X6
PLYWD 9'-6" FIN WD
CEILING CF:LINCl—
VERIF�-N-FIELD Sl,,� N/
CLE-AR
SOLID OTtb Nwing is an in*ument of Service and
EXIcTING 2X4 the Property of Bnwe—T"l Architects, Im
FIN.
L R is furnMed for Confiml Dooxrffd purpom
R E'S I D EE N C E FRIEZE onIly, and arry Lm or teproducUon wrdwA tM
TPIM AL
AR(-,(JNE wKeaw written pw7rWon of this Uporation
is prohillited. All tht8.af de* and kwtion
SOLID "X4 are expressly reserved.
STPIP DIVIDERS
AT '-Oi-UMN
POINT�--,
PERMIT/BID ISSUE
ReAsions
C)
NORTH
REFLECTED CEILING PLAN Date
11 /19/99
1/4" 1'-0" Sheet
A5 . 1
Mason WAJAA
B R U C E
A Ft C H I T E 0 T S I N C
22
A,
A3. 1
HIP
END
LU
a-
z 0
_J
V) FLASH FABRIC AWNING 7563 PHILLIPS HIGHWAY
UNDER MAIN SHINGLE B U I L D I N G 5 00
ROOF F 3 2 2 5 6
6 IN 12 (9 4)
0
_J
FA X (9 0 4) 2 9 6 — 6 1 0 2
SLOPE 6 IN 12 FABRIC AWNING
6'-0 METAL ON PIPE FRAME
OFF—RIDGE SLOPE MAINTAIN 6/12 SLOPE 0
VENT
SH!NGLE
3'-0 METAL EYEBROW
OFF—RIDGE ----
VENT
6 IN 1'2' 6 IN 12
SLOPE SLOPE
A3.2 DIAMOND SHAPED EXISTING TOWEP NEW SHINC,LE BRUCE
z 0 CENTEP ROOF-- TO REMAIN MONOPITCH RESIDENCE
FORCH ROOF
'S H I N G L E S
ADDITIONS
- 0
Lt-
FLASH FABRIC AWNING
UNDER MAIN SHINGLE
Z-1 ROOF
L-1 6 IN 12
0 6 IN 12 SLOPE
OFF—RID(-E
VENT SLOPE FABRIC AWNING
ON PIPE FRAME
MAINTAiN 6/12 S P 4 .1 (2 2313 OCEANFOREST DRIVE W.
->HINC'
M ET,4 L F L.A.
WALL/R&)F OCEAN WALK
INTEPSECTiON
A, W!NDOV� SILLS ATLANTIC BEACH, FLORIDA
Project Number
9909-01
H I P
END
CAP FLASH
CONNEC- QTtb Drawing is an in0rurnent af Service am
TOP
ftia Property of Bruce—Terrell kWtwb, Inc.
ft is fumislW for Conb=4 D=uwt purpow
only, and arry use or mproduction ~ the
opmed written peffniWon of thiB Caporatiori
is prohiNted. All righte.of dosign and in"ffliorl
am expnm� rewved.
EXISTING
RESIDENCE PERMIT/BID ISSUE
Revisions
NORTH
ROOF PLAN Date
11/19/99
1/4p' 1'_0" Sheet
A6 . 1
an Ron 00% 0% A
B R U C E - T E R R E L L
A R C H I T E 0 T 3 1 N a
7563 PHILLIPS HIGHWAY
8 U I L D I N G 5 0 0
J A C K S 0 N V I L L E. F L 3 2 2 5 6
FINISH SCHEDULE DOOR SCHEDULE (9 0 4) 2 9 6 - 5 7 0 1
NUMBER NAME FLOOR BASE WALL-A WALL-B WALL-C WALL-D CEILING HEIGHT REMARKS NUMBER TYPE WIDTH HEIGHT THICK MATL FIN FMATL FFIN HEAD JAMB THRESH RATING HDW REMARKS FAX (904) 296 - 6102
101 CABANA COATING WD. ST./CLR. P P WD/ST/CL.- VARIES NON-SLIP 102 A 3�_O. 6'-8" 1 -3 wD. ST./ WD. ST. 5/A8.1 5ZA8.1
-S--T./CLR-.-- WD_._
102 BATH COATING WD. ST./CLR, P P P WD/ST./CL- VARIES NON-SLIP 105 B 6 1 3/4'� WD ST. 5/A8.1 5/A8.1
103 SHOWER C. TILE C� TILE C. TILE P P WD/ST./CL. VARIES MEMBRANE, DUROCK TILE BACKER -
104 VB P P p
105 STORAGE COATING WD. ST./CLR. P P _FLY�. Sl. 8'-0 lZ2" 7- -1
106 TOWEL STORAGE COATING WD. ST. ST, ST. ST. ST, 8 -0 1 2
107 NEW PORCH EXIST'G. EXIST WD./ST./CL. VARIES REFINISH EXISTING DECKING
BRUCE
RESIDENCE
ADDITIONS
MANUFA.CTURER COLOR SCHEDULE SOLIDCORE
ITEM SIZE COLOR APPROVED MGF. REMARKS
WOOD
EXT. CEDAR SHAKES EXPOSURE MATCH MATCH EXISTING TO BE SELECTED
CONCRETE COATING
CERAMIC TILE 2X2 TO BE SELECTED AMERICAN OLEAN
EXTERIOR STAIN GLIDDEN----- 2313 OCEANFOREST DRIVE W.
OCEAN WALK
ATLANTIC BEACH, FLORIDA
Project Number
INTERIOR STAIN GUDDEN
9909-01
INTERIOR CLEAR COAT MINWAX
A
PAINT
P TO BE SELECTED GLIDDEN
ROOF SHINGLES TO BE SELECTED ELK PRESTIQUE
OThis Druoing b an irmVwsent of Suvice and
the Pmp&V of Bruce-Terrell Archbcts, Inc.
WOOD BASE DOOR TYPES ft is M"&W for Cmtmd Wwmw� pM=m
ody, aW any use or mKodxdm without the
WS 4" HIGH TO BE SELECTED
m"md witten Mnhdm of this Upulim
cl, 1/4" V-0" ia p*UdW. All r�hto.of dWgn and irmmft
are uprees� rewrvul.
PFRMIT/BID ISSUE
Revisions
Lr)
ID
CD
ro
Date
,:ZD
11/19/99
Sheet
_CD
4-)
LJ
ID
C�)
A7. 1
CEDAR SHAKES
N HOUSE WRAP V-15"
ON 112"
EXT. SHEATHING 0 no ONE 80% 2% A
SHINGLES TO
MATCH B R U C E - T E R R E L L
4" STL- PIPE
A R 0 HI T E C T S I N 0
2X6 RAFTERS 0 HIPS TYP,
ROOF SHINGLE
FINISH 1X TO MATCH
EAVE DRIP ON JAMB TRIM
1X2 CONT. LIP NJ 4" STL. PIPE
U
-16" DIAM, TYPICAL BOTTOM
CONCRETE %J BEAM
COLUMN
FIN. #1 P.T. Id-
2 2X(4") FASCIA GLAZING
4 FIN, 2X(4")
P.T #I FASCIA
2
4
1/2" CDX SHEATHING BASE TRACK 4" STEEL PIPE
STUB
BELOW
FLOOR
1 X(4") FIN. # I
P3. FRIEZE BOARD
SILICONE
SPLIT HEAD TO BUTT JOINT
RECESS HEAD TRACK
SLOPING FACE
SLAB BELOW 7563 PHILLIPS HIGHWAY
ALUM. BUTT-GLAZE C L, WHITE CONCRETE
HEAD TRACK COL. COLUMN SHAFT B U I L D I N G 5 0 0
JACKSONVILLE. FIL 32256
SHAKES TO
GLAZING MAFCH (9 0 4) 2 9 5 - 5 7 0 1
ON HOUSE WRAP IF A X (9 0 4) 2 9 6 - 6 102
3"=V-0" GLAZING HEAD 3"=V-0" GLAZING JAMB 3"=1'-0" (2 CORNICE COLUMN
GLAZING
P- 1 '� BATT
iNISULATION
HINGLES CONT. 2X4
PLATE-BOL-ED
INTER. PAN'L RAFTERS
SHEATHING 2'-10 WFLDED 1EEL
BFAM )F 4" STD. PIPE
EXTER.
SHAKES ELECTRICAL FFE D 1 X SC,Fl`�IT
12 i2 SHINCLFS 1_)N -7,0# FELFS
ON 3/4" CDX ROOF SHEATH.
FLAT ALUM. BUTT- 6 6 EXTENSION OF BRUCE
CASING GLAZING V-JOINT IX6
TRACK CEILING @ EYEBROW
2_'X6 RAFTERS RESIDENCE
EXTENDED AT
SHIM SPACE
SLOPE SILL- E) EBRI)W ADDITIONS
F I --�rwp FRAMING
BLOCK OUT BLOC,'K,
POUR FOR
STOP TRACK S6
SILL
MOUNT BRACK. FOFK.��
DOOR CEILING FANA CHI CO AN
f FNITFR ____
TOP OF TRUN(_-. T. 2X(4",
PYRAMIDAL STL. FASCIA CONT.
FACE OF PIPE FRAME
THICKENED
SLAB
FIN. V-JOINT
2313 OCEANFOREST DRIVE
VID- CEILING
C-TAIN / CLEAR COAT OCEAN WALK
10
GRADE CO-F)RE). FAN LEVEL W/ JACKSONVILLE, FLORIDA
ARCHITECT
Project Number
9909-01
3-=V-0" 1 1/2"=V-0" 3/4"=1 0 1/2"=V-0"
GLAZING SILL C6 PEAK OF ROOF EYEBROW C8
SHINGLES
PRE-ENG. 'CoNCRETE
WD, TRUSSES COLUMN
R 13 BATT (9 2'-0 BEYOND
INSULATION FRAMING & CEILING CEDAR
CER. TILE ON SHOW- 0 PYRAMIDAL CENTER _6" SHAII ES TO OThis Dm*q is an kabumerit of SwOm and
_;1 C'H
ER MEMBRANE CABANA SPACE MAT the Property of 11num—Terrell fthkmts, Inc.
EXISTING #1P.T. IX3
CEDAR ft is furndW for Conhwt Ommat purposes;
FIN. CEDAR EDGE E�NC
SHAKES TO 80 41on wftW N
1 X6 WD. BASE POST FPOM only, and any use or mprodm
MATCH
1 /2" CDX
Cn expressed wbm permMW of this Capw36on
U-) ,�1.- I EXISTING G.�--.-P.T. 4X4 Is prohilAed. All Nhta.of dWp and inwnft
dri EXT. '-�)HEATH'G
CT
——------------ SHOWER DRAIN -.''RINGERS @ 4'0 C. am e*=* rewrad.
INTERIOR LEDAR
f FROM C.P,T, 21 X 1
HOUSE WRAP ON PANELING
1/2" EXTER. SHEATH'G. EL. —4"
CONTIN. —0" P.T.#1 �,X6
CONCRETE CURB METAL z TREADS
AT SHOWER SHEA1 HING
DRAINAGE
CONTIN. GRAVEL
METAL WATER TABLE MILLED BED
FROM P.T.# I _1X4 Revisions
SHEATHING
CONTIN.
WATER TABLE MILLED SHEATHING EL. —1 '---4"
FROM P-T.#1 2X4 TOP OF
CONTIN. CENIRAL SEE STRUCT'L.
al
BRICK
SPAC E 00
PAVING
GRADE
A
4-A #5'S CONTINUOUS
W/ #3 TIES Q 32" O-C,
4 (OD 4 d i a rn.
FRENCH DRAIN
Cn
COMPACTED
6 Ile,
0
SUB—BASE Date
U)
WELDED
STL. PIPE Sheet
FRAME
TYPICAL 7
FLAT
V—JOINT
4C
f_f_Q
SHOWER BASE 3"=V-0 CEILING @ STRUCTURE 3"=1'-0" 1 XTERIOR WALL DETAILS 1 WOOD STEPS 3"=I'—O 2
A8. 1
EXISTING, WINDOW
TO REMAIN
CONTINUOUS
METAL '.L" FLASHING- 8 R U C E T E R R E L L
TUCKED AND SEALED A R C H IT E C T S I N a
UNDER EXISTING
WINDOW SILLS AND
SIDING
_J
SHINGLES TO MATCH
ON 30# FELTS ON
6-;L 15/32" APA RATED
CDX ROOF SHEATHING
2X8 HEAD RAFTER
TO EXISTING
LAGGED
0 EACH STUD
RAFTER HANGERS 0 EACH
TERS @
?X8 RAF
ON CENTER
V-JOINT CEIL�NG- STAIN
CLEAR SEAL
DEMO & REPAIR EXISFING
CEDAR SHAKL SIDING TO
MATCH EXISTING 7553 PHILLIPS HIGHWAY
B U I L D I N 0 5 0 0
PORCH BEAM CONTINUES J A C K S 0 N V I L L I, F L 3 2 2 5 6
TO WALL CONNECTION AT (9 0 4) 2 9 5 — 5 7 0 1
EACH END
FAX (904) 296 - 6102
PORCH ROO F @ EXISTING 3"=V-0" _C4
SHING-LEc-, TO MATCH
ON �0# 'ELT'S ON
CSx
SHEArHING
l_X8 RAF71ER'�-, @ C)-C
-ON'- EDGE 'DRIP
DN P.T. IX3 t-LEAT BRUCE
SUB-FAS CIA RESIDENCE
9N. �7AS( iA FROU
P-T #1 _- X6 ADDITIONS
�'IN. SOFFIT
PORCH BEAV- 2)
2XR'-, W/ 1 /2" PL�
BEIWEFN-GLI..:E&SPIK E
TOGETHE�,�
FIN BEAM TRIM FROM
`X12-PAINT 10 MATCH
JX4� BEAM BOTTOM
TOP OF Fft'_':�H CC)LUMN 2313 OCEANFOREST DRIVE
3 EY0 N D OCEAN WALK
JACKSONVILLE, FLORIDA
Project Number
9909-01
3"=V-0" 3/4"=V-0" ROOF EDGE @ PORCH L8
COLUMN-WRAP FP�)M
FIN, #1 _,ELECr P.T.
IX6".-" ON #1 P.T
4X4 POST
VUL�IEV -, I I CONJ OThis Drawing Is an inotrument of Service and
the Property of Bruce-T"l Archbcte, Inc.
P T, #1 SELE('_'l
COLUMN F3ASE- It is fumMed for Contract Document purpoese
mi"rEPED AROUND only, and arry use or mproduction ~ the
FINISH COLUMN exprmed otittei pemWw of this Corpwation
is prohWed. All righte.of do* and invedlori
are wIprmlly rewyed.
_�EMCIU #WAP44
vvET POST ANCHOR
EXIS-IING DECK
S7EPSJT0
REMAIN
Revisions
NEW BRICK POOL
DECK & DRAINAGE
CU
co
M
ul
Q.)
r
> 15" DIAM. RND. C.1,P.
.W7 CONCREFE FOOTINO
4) #4'S VERT. & #3
TIES : 3) ROWS
cn
PILING 24" DEEP
CP
UNDISTURBED EXIS-
ru
TING SOIL -
Me
EXCAVATE FOR
FOOTINGS
LO 11 /19/99
Cr
Sheet
C,
M
ro
3"=l'-0" I 1/2"=V-0" COLUMN BASE @ PORCH 3"=l'-0
A8. 2
A3. 1
M ME ONE M.%
8 R U C E - T E R R EL L
T138- A R C H IT E 0 T S I N 0
CLOSET FLANGE
f-6w 1'-6" 11-6w V-6m
01 OL
� 4 P-00 2p.89
9
A8. 1
I vv�-
S%L E
HOT�
THICKENED t I TUB-
;Rl r- BRICK POOL DECK
S LAB VERIFY SIZE
ALL AROUND 7563 PHILLIPS HIGHWAY
EDGE CLR. DIMS. -------------------
TYPICAL SHWR. B U I L 0 1 N G 5 0 0
DRAIN 4" CONC. PAD
W/ THi(-.K'D. EDGE J A C K S 0 N V I L L I, F L 3 2 2 5 6
W/ 1) #3 CONTIN.
(9 0 4) 2 9 6 - 5 7 0 1
TUB-VERIFY
SLAB BLOCK-OUTS SLAB UNIFORM[.Y DIMS. W/ FAX (904) 296 - 6102
-OR GLAZING TRACK- GRADED F( R TUB
.1 1/2" SLOPE-
FYP. FOR (2)
rO-DRA N
L INDICATES
STEPS
SAWCUT ARCHITECT RAL
JOINTS IN EQUAL
3 1-01 x 3*-0" PATTERN SHOWN N EW
CAR CONC. TO COLUMN CENTE LINES Sz'WIMM!NG
FOOTING TYPICAL' WITH
SLOPE POOL
3)#5*S EACH WA Y' BOTTOM
T.O. WD_ DECK IS
LEVEL WITH T.O. SHALL BE BY
Tr SINIMMING POOL
200 CONC, SLAB
SUBCONTRAC-
TOR
INDICATE'�,
STEPS
16-[1'14* 1214" x -
0'- V-0,
10
CAST-IN-PLACE
CONC_ COLUMNS BRUCE
EXISTINC WOOD
DECK AND STEPS
TO REMAIN
RESIDENCE
-..h Id
n�t_ -------
Iz- 1;�EW P T. W(-.DD ADDITIONS
A -.f % '�_�_L��PORCH POSTS
CC =5
T-7-
(A h
S LAB
BLOCK-
OUT
b
r2 C.I.P L�
CONCRETE 15" DIAMI I <
DEEP
E
L(A
INLE S
"PiLING" F(_)UNDATI !\S. 4- 2313 OCEANFOREST DRIVE W.
W,, 4) #4'S VERT. OCEAN WALK
- (3)
3 TiElw) LLJ
ATLANTIC BEACH, FLORIDA
V-13" Ll'-6" 9'-2� V-16 6)
Project Number
9909-01
J
91-6.
VERIFY-IN-FIELD
'TED
COM�DAC, 07* DmwkN is an kmhmmt of Savice and
the Property of I)ruce-Tffrell Architwh, bw-
C.I.P. CONC_ 7HIC� It is furnishW for ConftW Dxww* pirpom
L U M N TY P, &)NCRETE E F r-.'E only, and any use or wIproduction wRW tha
T, PICAL ALL aKesW witten "mimion af thk C4"mft
AROUND is prohibbd. All Nht3.of dWp and hwUw
'S FULL HE,GHT
4) #4
e.- W/ TIES & 12" 0,C. are expres* rewoed.
TOP OF 7,�_AB ELEVATION
A��PPUX.
THICKENED SLAB FOOTING �_,RADF
3,-0 X,3'-O< I '-O A R I E'S PERMIT/BID ISSUE
VV/ 3) #5,S
EACH WAY BOT�M Revisions
C-4
ALAL�
S-Ov COMPACTED
FILL
2) #5'S
CONTINUOUS
W1 #3 TIES
0 32" O.C.
Date
SECTION SECTION 11/19/99
Sheet
FOUNDATION & DECK FRAMING PLAN
NORTH S1 . 1
1/4" 11-0
N WOMEN E.& .m& A
TOP OF B R U C E T E R R E L L
All 4 diom- A Ft 0 H I T E C T 3 1 N 0
PIPE
FRAME
2
HIP
RIDGE
MEMBER
2P-6*
6 10 ol -'o
e– TOP OF
TRUNCATED
PIPE
PYRAMID
PLAN DETAIL (TYP. 4)
C14
7563 PHILLIPS HIGHWAY
.2
Fs '
SCALE: 1 1/2" 1 '-0"
N, B U I L 0 1 N G 5 0 0
------- DOU HIP RIDGES J A C K SONY [ LLF, I' L 32256
RAFTER BASE OF #1 STPUCT. 2X4 PLATES CON7 (9 0 4) 2 9 6 - 5 7 0 1
2X6 A RS @ 24" PIPE FRAME TO 10P OF 4LL PIPES TYPICAL F A X (9 0 4) 2 9 6 - 6 1 0 2
ftc-1 4 0 CE ER TOP OF
PIPE
FRAME
to CD 2 1/4" THREADED STUDS
-7 w 0 --"-0 O.C. TYPICAL
0 16" DIAM. PLAN VII EW 0 ME
CONC. COL- Sl .2 HIP
MEMBEIP
UMN BELOW
SCALE: 1/40'
r* PEAK OF BOTIOM
PROJ. CENTEPLINES
1 2 MEMBER
Ic 4" dicim.
2 OF 4"
STUB COL- -7, .1 PIPE PIPE FRAME
4" O.D. STD. 1_4 1 1
FRAME
PIPE TO CONC.
4" d. PIPE STUB
WITH ROOF
LINE OF acli
WALL EYEBROW FRAMED
WELDED FRA IE I
1 .2
STD. PIPE ft
'co co
*Cco. 13'-8"
7-� �2 TRUNCATED C 4 r],
CYRAMID ONCRETE EL. 7'-4" PIPE BRUCE
STUB COL,
FIELD WELD ALL AROUND
2'-10' WELDED COMPOSITE --,ELEVATION VIEW FRAME RESIDENCE
STEEL BEAM
3"d ROUIND STFE'
PLATE EMBEDDED L ADDITIONS
5 C ki�: 1/4" l'-O"
i) #4 TIE
0" 7'-0" 10" DIAGONA.
LNDDER TRUSS
OF 2X8'S @ T'fINC, EMBED
2'-0" O.C. 'STUD TC,
e_ I c X4 NEW NEW z X4 NEW 4X4t MAIN BAR
C DL. _wfl. -eaL --WE DET
2)
cy- 2 8's 4 112" 7 2) 2x� 4 1
2x8 s + 1121 r-,j r, 5 /_rl
LJ 1-_j
CLUE[/SPIKED GLUE D/SPIKED GLUE /SPIKED
2313 OCEANFOREST DRIVE W.
LINES OF OCEAN WALK
BEARING
2X�,j RA'JR�_
WALL ce . ........... ATLANTIC BEACH, FLORIDA
BELOW _kA < 11
CO co
J >_ 121 X I/2"d.
L�j cli + L
C14 :D SrL, AN(-HOP
Project Number
_T
EXISTING TOWER
2):8 HEADER
TO REMAIN SIDE FRAME JOISTE 9909-01
90-2" 1,-6 SECTION DETAIL (TYP. 4)
e–
Z_
C14 SCALE: 1 1/2" l '-O"
HIP
9'-6" MEMF�R QTNm Drawkq is an htummt of Swvice and
VERIFY-IN-FIELD
the Property of linxe-TweIll Archftecb. In.
ft is WislW for Conhad Dowment purposee
NOTE onlly, aM arry tm or mproduction wbout the
EXAMINE ALL SHOP WELDS WHEN
RUING PIPE FRAMF TOGETHER I a"aw wftw ""is" of this U"Mtw
GRIND ALL FIELD WELDS SMOOTH BOTT. OF is pmhiN*. All *ta.of dea�n and kwandon
SO INVISIBLE. FRAME are eWeWy raserved
PAINTING OF PIPE FRAME 0 CORNER
1. PRIME COAT (SHOP) CONC
COL�)MN
3. 2 COATS FINISH COLOR.
2. GALVALLIME
4. AUTOMOTIVE CLEAR TOP COATS z PERMIT/BID ISSUE
(2 COATS).
Revisions
1) #4 TIE
BAP DiAG
TO STUD
4) #4'S VERT.
W/ #3 TIES
1/4_TY
NORTH N
ROOF FRAMING PLAN PLAN SECTION Date
SCALE: 1/4" 10-0'0 �s 1 11 /19/99
SCALE: 1 1/2 Sheet
S1 . 2
ELECTRICAL LEGEND
a on Now IM& A
FLUORESCENT LIGHTING FIXTURE - SURFACE MOUNTED.
LIGHTING FIXTURE SCHEDULE PL FLUORESCENT, INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. B R U C E T E R R E L L
TYPE MANUFACTURER CATALOG NUMI VOLTS LAMP TYPE 00-4 PL FLUORESCtN'r, H.1 D. OR INCANDESCENT LIGHTING FD(TURE - SURFACE A R 0 H I T E 0 T S I N 0
OR WALL MOUNTED.
A PRESCOLn IBXO/TW13 120 WWA19
B COLUMM WP4-240-LE-120 120 2-F34 $ TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT
HUBBELL NO, HBL12211 WITH NO Pl COVERPLATE - 46' MOUNTING HEIGHT
C PRESCOLITE 1SX6M42 120 60WA19 U.N.O. PROVIDE MOTION SENSOR SWITCH WHERE REQUIRED PER FL ENERGY CODE 1,15
1) PRESCOUTE PDX/TBI8 120 50WAI9 TOGGLE SWITCH - THREE-WAY QUIET TYPE, 20 AMP, 120/277 VOLT,
E PRESCOLITE Plax^l 120 5OWA19 HUBBELL NO. HBL12231 WITH NO. PI COVERPLATE - 46" MOUNTING HEIGHT.
U.N.0.
F BY OWNER CEILING FAN 120 N/A INCANDESCENT DIMMER - LUTRON 'NOVA SERIES-BEIGE", 1500 WATT
G $D UNLESS INDICATED OTHERWISE ON PLANS - 46" MOUNTING HEIGHT.
DO NOT BREAK-OFF FINS TO GANG MOUNT DIMMERS.
K
SINC�LE RECEPTACLE - 20 AMP. 125 VOLT, 3 WIRE GROUNDING, HUBBELL
L-19 IGI I NO 53511 WITH NO. P7 PLATE, 18 INCH MOUNTING HEIGHT, U.NO.
DUPLEX RECEPTACLE - 20 AMP, 120 VOLT. 3 WIRE GROUNDING. HUBBELL
NO. 53521 WITH NO, P8 COVERPLATE. 18 INCH MOUNTING HEIGHT, U,NO,
DUPLEX RECEPTACLE - SAME AS ABOVE EXCEPT MOUNTED ABOVE COUNTER,
42' MOUNTINC HEIGHT, U.NO.
DOUBLE DUPLEX RECEPTACLES-(2) TWO 20AMP,120VOLT.3 WIRE GROUNDING,
T t- HUBBELL NO. 53521 W(TH NO. P82 COVERPLATE. 18 INCH MOUNTING HEIGHT.
U N.0,
THRU— L- 18 SPECIAL PURPOSE RECEPTACLE COMPLETE WITH COVERPLATE SEE FLOOR
D
WALL —) - PLAN FOP COMPLETE CONFIGURATION,
E
HVAC DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT.
UNIT 3 WIRE GROUNDING. HUBBELL NO, GF53521A WITH NO HPS11 COVERPLATE,
46 EXTERIOR LOCATIONS SHALL BE MOUNTED 7563 PHILLIPS HIGHWAY
INCH MOONTING HEIGHT. U.N.0-
AT 18" A F.F.
DATA/TELEPHONE OUTLET - 4 INCH SOUARE JUNCTION BOX WITH I-GANG EXTENSION B U I L D I N G 5 0 0
PNL A RIN-,, BLANK COVER PLATE - 18 INCH MOUNTING HEIGHT, U-N,O PROVIDE 3/4" J A C K S 0 N V I L L E� F L 3 2 2 5 6
CONDUIT TO ACCESSIBLE CEILING SPACE,
JUNCTION BOX. (9 0 4) 2 9 6 5 7 0 1
MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT, F A X (9 0 4) 2 9 6 6 1 0 2
_07
LIGHTING ANG/OR POWER PANELBOARD
L—15,17
WIRING IN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND.
WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS
ABLE
I OUT HOMERUtl TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF
CIRCUITS CROSSMARKS INDICATE OLIANTITY OF NO. 12 CONDUCTORS. RUNS
TO POOL LIGHTS VOID OF CROSSMARKS ARE 1/2 INCH CONDUIT, 3 NO. 12, U.N.0 00 NOT
COMBINE HOMERUNS EXCEPT AS SPECIFICALLY INDICATED ON THE PLAN.
DENOTES WEATHERPROOF - MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE
WP TAYMAC 60350 covERPLATE, FOR SWITCHES PROVIDE rAYMAC 40110 COVERPLATE.
A A
U.N,O. UNLESS NCT�D OTHERWISE.
C
A.F.F. ABOVE FINISHED FLOOR.
F 3�0— NEvA DISCONNECT SWITCH, -3 60/40 N3R" DENOTES 3 POLE, 60 AMPS. 40 AMPS
40 FUSES N3R UENOTES DISCONNECT NEMA RATING.
L—11
BRACE FOR FAN
C
A A BRUCE
r
RESIDENCE
ADDITIONS
PANEL MDP- NEMA 3R
T StlRFACE WrD. CWrW BREWER TYPE M/240 VOLTS I NOSE 3 *lRE
M D TYPE NQW "0 AMP WAIN BREAb"
CKT DESKWTION Cv=ff CIRCUT KVA K�A Clp= cmuff DESK*ATM CKT
L-5 NO. BREWER BREAXM
WIRE 000 POLE TW TNp P= cew *VM
EXW= HMSE PNL 4/0 CUL 2 200 35.0 2&0 150 2 2 Z/O P14L 1'
F
...............................
7 8
L 0
— I, ; 2 __L_
L-2 1116�:] _- I I A BRACE OR FAN A 11 12
N F,-- 14
13 Z _ 2313 OCEANFOREST DRIVE W.
15 16
17 1 OCEAN WALK
L-28 V 20
F 2
4
r
20
2 1 22 ATLANTIC BEACH, FLORIDA
_LL 24 1
X10" SWITCH ADDRESSEDI Al 25 28
30 30 E $1 27 28 Project Number
2- �i_F 2 NF L-9 FA PROVIDE RECEIVER FOR L�NDSCAPE LIGHTING 29 130
L-28 3—SPD 31 32
ON/OFF 33 34
35 38
37 38
39 _�O
L-6 L-10 41 _�2
TOTAL KVA =.,��TO�TALAMPS 2NJ 19AW me fta M&WRICAL mom crcw G""
0 TWe Ntrflng is cm ketmwit of Swvloe and
Um PmMq of Br=—Temll Archftocb% Inc.
R Is furri3hW for Cwtmd DamuwA pipom
PANEL L wl�, aid any use or mpmdw;Wn wiboA ffm
SLAitFACE WM CO"AT BRENCER TVPf 120/240 VOLT3 I PK� .1 VRRf
(T, SQ. 0 TYPE MOO 200 AWP "N UM ONLY mpamd wbm pwmWM of ft Corpmftn
CKT DESKNAWN citcurr CMCUT KYA KVA c0curr CIRCLq PCRGKATK)N CKT is pr*Ua& Al r".of defip and kmnft
BREAKER BREAKER No.
cn uprw* rwerfW.
WRE 00NO POLE TRIP TRIP POLE 001410 WIRE
1 AiAU-1 1 2 29 6.0 5.0 W 2 1/2 10 4*)-1 2
Ln 3 4
5 A/C-1 0 1 20 24 20 2 1/2 12 PUNP r 6
IT 7 L 8
ER
!�� 12 1 1 20 1.0 15 20 2 1/2 12 PUlfiP 10
LGKM 12 1 1 1 W 1.0 1 L 12 PERMIT/BID ISSUE
LOCATED IN HOUS�E 13 RUT100PUMM 12 1 1 1 20 1.0 A zo 1 1/2 12 POOL uwnw 14
NEMA 3R EXISTING 15 a-P, F=fp 12 1 1 20 1_0 14 2.0 1 12 LWDSCwt:LX*MW 16 Revisions
REMOVE EXISTING METER PANEL PANEL PANEL
17 r�p. mce. 12 1 1 2n 1.0 SPACE 18
'MDPI 'L' — SPACE 20
0) NEW 300AMP �19 QyL RUCEP 12 1 1 20 1.0
KWHM _�l SPA" SPAM 22
23 SPACE SPAM 24
0 _M
27 28
29 30
Ul 31 32
CD EXISTING
C_ PAD MOUNTED 33 > 34
C-L 36
TRANSFORMER EXISTING CABLE 35
4/0-3CONO 37
SP al
LJ
to ELECTRICAL FLOOR PLAN 1 41 42
3\_ TOTAL KVA TOTAL AMPS-IMU 16AN AW.ft0,,frMMVrfCAL W)ffr cmax Gunwo F41"
EXISTING 3'C. NEW 2'C.
JEA TO PULL NEW CABLE W/3-2/0, #6GND.
CT) 1/4* V-00
cn
METAL WATER PIPE-/
ro *\-,To BUILDING FOUNDATION REINFORCING BAR Me
NO LESS THAN 20 FEET LONG, 1/2 INCH
MINIMUM DIAMETER. 11 /19/99
CD
Shed
POWER RISER DIAGRAM
CE NOT TO SCALE MR. JOHN SCIOLINO
41
LJI El . 1
M)
C:J